RFQ_Pre-Engineered Metal Building.pdf

Request For Quote

Pre-Engineered Metal Building

Public Works

OVERVIEW

Lane County Public Works is seeking Quotes from qualified Quoters to purchase a pre-engineered metal building to serve as a maintenance shop at Armitage Park. This request is to provide a quote to manufacturer and deliver a 30’x70’x14’ pre-engineered metal building that meets specifications detailed within Attachment B. All ungalvanized steel elements to be primed and finish painted. Provide structural calculations for the building to support the engineering drawings for construction permitting. The selected quote must include the responsibility to provide complete construction drawings for the building, stamped by a registered professional engineer licensed in Oregon. Drawings shall be of sufficient detail to support construction and obtain approval of local permitting authorities.

EVALUATION AND SELECTION OF QUOTES

Quoters should be aware that the findings of County staff will result in a recommendation. The final decision of actual award of an Agreement rests with the County Administrator, as appropriate.

The award shall be to the Eligible Quoter(s) whose Quote is determined in writing to be the most advantageous to the County in overall value, considering both cost and qualifications. (LM 21.110)

DEADLINE

Please fill out Attachment A at the end of this document. Type directly into the document, save as MS Word file, and return, along with a pdf copy of your standard contract template, all via email, to Ashleigh Riolo (see Contact Information) no later than February 24, 2023.

ADDITIONAL TERMS

In evaluating the Quotes and selecting a Vendor, County reserves the following rights:

To reject any Quote, and may for good cause, reject any or all Quotes when it is in the public interest to do so;

To issue subsequent requests for Quotes, if desired;

To negotiate with any Vendor to further amend, modify, refine, or delineate its Quote, and the Agreement price as it is affected by such negotiation of scope of services, and specific Agreement terms;

To request additional or more detailed information from any Quoter

CONTACT INFORMATION

All questions regarding this project and request should be directed to Ashleigh Riolo at the contact information below.

Thank you for participating.

CONTACT:

Ashleigh Riolo Project Manager Lane County Public Works 3040 N. Delta Hwy.

Eugene, OR 97408 541-682-6699 Ashleigh.Riolo@lanecountyor.gov mailto:Ashleigh.Riolo@lanecountyor.gov

ATTACHMENT A

INFORMATION TO BE PROVIDED WITH QUOTES

1. Company Name, product name, and contact information (email, office phone, cell phone if available) for Quote process.

2. Please provide a brief overview of your organization. Be sure to include number of years providing pre-engineered metal buildings.

3. Please provide an overview of your ability to provide a pre-engineered metal building that meets the specifications in Attachment B. The selected quote must include the responsibility to provide complete construction drawings for the building, stamped by a registered professional engineer licensed in Oregon.

4. Please include an overview of the following:

o Ability to coordinate with the selected construction contractor that will construct the footings and erect the new building o Ability to meet the dimensions and specifications detailed in the attached drawings o Ability to have the building shipped on or before June 16, 2023 o Ability to meet warranty requirements

5. Is your firm licensed to do business in the State of Oregon?

6. Please discuss the Scope of Services for Lane County outlined in this RFQ and tell us about your ability to perform these specific Services.

7. Please provide your proposed fees for the pre-engineered metal building described in this RFQ.

Your proposed fee should be a fixed price, including all anticipated travel related expenses and/or miscellaneous expenses.

8. Please indicate if there would be additional fees and describe in detail.

9. Please indicate if you will require Lane County to utilize any particular tools in keeping with your service practices. If so, please outline in detail and indicate whether there are related fees and what they are.

10. We seek references from your top 2 clients. The County reserves the right to investigate the past performance of any Quoter with respect to its successful performance of similar projects, compliance with contractual obligations, and its completion or delivery of a project on schedule.

Please ensure that your references are prepared to speak to us regarding your service and operation.

a. Name of Organization:

Length of Time as Client:

City or region service Client is located in:

Name of Contact:

Contact’s Telephone and Email:

b. Name of Organization:

Length of Time as Client:

City or region service Client is located in:

Name of Contact:

Contact’s Telephone and Email:

73'-6" (V

ERIFY)

'-6

MI

N.

15 DEG.

AL

IG

N W

/CO

RN

ER

DEMO.

DEMO.

PARALLEL TO SHOP BUILDING

45 DEG.

10'-0"

'-0

IM

AG

. P

ROP.

LIN

E

26'-0" 26'-0" 18'-0"

'-4

'-4

8" 8"

E5

E3

E6

E4

1 3

DOOR LANDING

2 235

PLAN KEYNOTES

1. PRE-ENGINEERED BUILDING (PEB) TYP. EXTERIOR WALL CONSISTING OF

SHEET METAL SIDING OVER COLD ROLLED FRAMING OVER MIN. R-10

INSULATION WITH INTEGRAL VINYL FACED VAPOR BARRIER TO WARM

SIDE PER PEB SPECIFICATIONS. ROOF INSULATION AND VAPOR BARRIOR

TO MATCH WALLS. SEE GARCO PEB DRAWINGS FOR ADDITIONAL

CONSTRUCTION REQUIREMENTS.

2. UN-INSULATED OVERHEAD SECTIONAL DOOR PER PEB DRAWINGS AND

SPECIFICATIONS.

3. EXTERIOR MANDOOR AS PROVIDED BY PEB SUPPLIER - HOLLOW STEEL

FRAME AND DOOR, FULLY WEATHERSTRIPPED AND INCLUDING BUTTS,

ADA LEVER TYPE LOCKSET (BEST CYLINDER COMPATIBLE REQ'D),

CLOSER WITH STOP, THRESHOLD

4. LOW E VINYL WINDOW, 3'-0" X 4'-0" (OFCI PER PEB DRAWINGS) BY JELD

WEN OR APPROVED.

5. DOOR LANDING - 6'-0" X 6'-0" CONCRETE SLAB ON GRADE (5" THICK WITH

8" MIN. THICKENED EDGES AND #4 BARS AT 24 INCHES OC, EA. WAY. SET 14"

BELOW FF AND SLOPE AWAY FROM BUILDING AT 14" FOOT)

GENERAL PLAN NOTES

1. PLACE FINISHED FLOOR OF BUILDING FOUNDATION SLAB MIN. 4" ABOVE

THE HIGHEST (E) AC PAVING POINT SURROUNDING THE LOCATION

INDICATED. CLEANLY SAWCUT AND REMOVE (E) AC AS REQUIRED FOR

INSTALLATION OF BUILDING FOOTINGS AND SLAB. PATCH BACK (E) AC

WITH MIN. 1/4/FOOT SLOPE UP TO BUILDING EDGE AS NOTED ON THE

FOUNDATION PLANS AND TAPER TO 12" BELOW FINISHED FLOOR MAX. AT

OVERHEAD DOORS AND MANDOOR LANDING.

2. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL 200 AMP PANEL,

MIN. AMBIENT 10FC LIGHTING AND CONVENIENCE POWER OUTLETS.

INCLUDE ALL REQUIRED EMERG. EXIT SIGNAGE AND ILLUMINATION.

DESIGNATES KEYNOTE TAG AS NUMBERED BELOWX

PROJECT OWNER / ADDRESS

GENERAL PROJECT INFORMATION

ENGINEERS

LANE COUNTY PARKS - MAINTENANCE COMPOUND SHEET INDEX

POC - LEE KERSH

SCHEDULE OF GENERAL ARCHITECTURAL ABBREVIATIONS

NOTE: THIS LIST MAY BE INCOMPLETE. VERIFY OTHER ABBREVIATIONS WITH ARCHITECT.

A.B.

AFF

BD

CL

COL

CONC

ELEC

EQ

EXIST OR (E)

FE

FOC

FOF

HVAC

MECH

MTL

OC

ANCHOR BOLT

ABOVE FINISH FLOOR

BOARD

CENTER LINE

COLUMN

CONCRETE

ELECTRICAL

EQUAL

EXISTING

FIRE EXTINGUISHER

FACE OF COLUMN

FACE OF FINISH

HEATING, VENTILATION,

AIR CONDITIONING

MECHANICAL

METAL

ON CENTER

OFCI

OFOI

OPP

PT

SHT

SIM

SS

TS

TYP

UON

W/ W/O

MANUF.

OWNER FURNISHED /

CONTRACTOR INSTALLED

OWNER FURNISHED /

OWNER ONSTALLED

OPPOSITE

PRESSURE TREATED

SHEET

SIMILAR

STAINLESS STEEL

TUBULAR STEEL

TYPICAL

UNLESS OTHERWISE NOTED

WITH

WITHOUT

MANUFACTURER

ARCHITECT

GENERAL PROJECT NOTES

ARMITAGE PARK EQUIPMENT STORAGE BUILDING

1. ALL SHEETS NOTED AT THE SHEET INDEX MUST BE ATTACHED OR ACCOMPANY THIS

SET OF CONSTRUCTION DOCUMENTS FOR CONSTRUCTION PURPOSES. OBTAIN

PROPER PERMITS FOR ALL CONSTRUCTION. CONTACT THE OWNER TO CONFIRM ALL

CONSTRUCTION DOCUMENTS ARE CURRENT.

2. ALL WORK TO COMPLY WITH THE CURRENT 2014 STATE OF OREGON STRUCTURAL

SPECIALTY CODE AND OTHER CODES AS APPLICABLE.

3. VERIFY ALL DIMENSIONS PRIOR TO COMMENCING WORK AND IMMEDIATELY REPORT

ANY DISCREPANCIES TO THE ARCHITECT.

4. NO CONSTRUCTION ACTIVITY OF ANY KIND IS ALLOWED OUTSIDE OF THE LIMITS OF

CONSTRUCTION OR LAYOUT AREA. KEEP ALL EXITS AND EXIT PATHS CLEAR DURING

CONSTRUCTION.

A1 GENERAL PROJECT INFORMATION / EQUIP. STORAGE BUILDING PLAN

SUMMARY CODE DESCRIPTION

CONSTRUCTION TYPE:

OCCUPANCY GROUP:

2,100 SF

OREGON STRUCTURAL SPECIALTY CODE (OSSC) 2014BUILDING CODES:

CONSTRUCTION AREA:

V B (REFER TO SITE PLAN FOR ADJACENT BUILDING TYPES)

S-2 (REFER TO SITE PLAN FOR ADJACENT BUILDING GROUPS)

NO CHANGES PROPOSEDPARKING/SITE:

THIS PROJECT CONSISTS OF THE DEMOLITION OF TWO ONE STORY STORAGE STRUCTURE

AND THE CONSTRUCTION OF EQUIPMENT STORAGE BUILDING AT THE (E) ARMITAGE PARK

MAINTENANCE COMPOUND. ASSOCIATED ADA IMPROVEMENTS ARE INCLUDED.

PSM PREFINISHED SHEET METAL

O/ OVER

ROOM NAME ROOM IDENTIFICATION / NUMBER

SYMBOLS

DETAIL NUMBER

SHEET

NUMBER

DETAIL REFERENCE

ELEV./SECTION REFERENCE

KEYNOTEREFERENCE NUMBER

SHEET

POC - CHARLIE CONRAD, SUPERVISING ANALYST

GALV GALVANIZED

L. A. KERSH ARCHITECTURE, INC.

292 WEST 12th AVE., SUITE A

EUGENE, OREGON 97401

(541) 334-6408 lakersh@lakersh.com

LANE COUNTY PARKS

3050 N DELTA HWY

EUGENE, OR 97408

EMAIL: CHARLES.CONRAD@CO.LANE.OR.US

VOICE: 541.682.2002

ARCHITECTURAL

STRUCTURAL

SCALE:

A1

VICINITY MAP

NO SCALE

SCALE:

A1

EXISTING MAINTENANCE COMPOUND - LOOKING NORTH

NO SCALE

X X

X X

ROOM

NAME

000ROOM NUMBER

NOSPRINKLERED:

SCALE:

A1

REFERENCE SITE PLAN - MAINTENANCE COMPOUND

1" = 30'

A1

X

REFERENCE NORTH

N

REFERENCE NORTH

REFERENCE NORTH

F1 FOUNDATION DETAILS

F2 FOUNDATION PLANS

C1 GARCO GENERAL PROJECT DATA / DESIGN LOADING

F1-2 GARCO ANCHOR BOLT PLAN / SCHEDULES / DETAILS

E1-8 GARCO FRAMING PLANS / ELEVATIONS

DET1-18 GARCO CONSTRUCITON DETAILS

(E) SHOP BUILDING

2,200 SF

V 5 / S1

(E) STORAGE BUILDING

96 SF

V 5 / S2

(E) STORAGE BUILDING

607 SF

V 5 / S2

(E) GARGAGE

SEPARATE FIRE ACCESS (OUTSIDE OF FENCED COMPOUND)

V 5 / R4

(E) STOR. / FUELING

405 SF

V 5 / S2 (E) CARETAKER

SEPARATE FIRE ACCESS (OUTSIDE OF FENCED COMPOUND)

V 5 / R4

NO

T

FO

R

CO

NS

TR

UC

TI

ON

SHEET

1910 ARMITAGE STORAGE BLDG

LK

LK

OC

T.

3, PR

OJ

EC

T

NO

DR

AW

N

CH

EC

KE

D

DA

TE

RE

V.

D

AT

E

LA

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C

OU

NT

Y

PA

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S

- M

AI

NT

EN

AN

CE

C

OM

PO

UN

D

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2 W

TH

A

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., S

UI

TE

A

EU

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NE

, O

RE

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(5

)3

-6 ww w.

lak er sh

.co m

L.

A.

K

ER

SH

A

RC

HI

TE

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UR

E, IN

C.

AR

CH

IT

EC

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AR

MI

TA

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P

AR

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EQ

UI

PM

EN

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ST

OR

AG

E

BU

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LA

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C

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Y

PA

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R:

PO

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: C

HA

RL

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: 5

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2.2

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LA

NE

C

OU

NT

Y

PA

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S

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D

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W Y

EU

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, O

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UR

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EU

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, O

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PRELIM

INARY

BP

-0

A1

(E) STORAGE BUILDING

87 SF

V 5 / S2

(E) STORAGE BUILDING

(E) SHOP BUILDING

NEW EQUIPMENT STORAGE BUILDING

2,100 SF

V 5 / S2

PROJECT LOCATION

LANE COUNT PARKS -

MAINTENANCE COMPOUND

9006 COBURG RD 2

EUGENE, OR 97402

SEE 3

A1

A1

STRUCTURAL / FOUNDATION

J. WALTER LEWIS, PE

113 STONECREST AVE.

WAYNESBORO, VA 22980

(239) 565-7849

STRUCTURAL / BUILDING

GARCO BUILDING SYSTEMS

2714 S. GARFIELD ROAD

AIRWAY HEIGHTS, WA 99001

(509) 244-5611

SCALE:

A1

EQUIPMENT STORAGE BUILDING PLAN

1/8" = 1'-0"

PROJECT NORTH

REFER TO GARCO E1 -E2

AND FOUNDATION

DRAWINGS F2

(SEE SHEET INDEX)

APPROX. 125' TO

ACCESSIBLE

TOILETS(E) COMPOUND ACCESSIBLE

PARKING STALL

(E) PAIR STAFF TOILETS:

REFERENCE SHEET A2 FOR

REQUIRED ADA TOILET

IMPROVEMENTS

HAMMERHEAD TURNAROUND

LC 15.710 OPT. 1 (150' HOSE

RADIUS SHOWN)

(E) STOR. / FUELING

EQUIPMENT STORAGE BUILDING

EGRESS:

OCCUPANCY OF THE EQUIP. STORAGE BUILDING = 2100 SF / 500 (USE

"WAREHOUSE" PER TABLE 1004.1.2) = 5 OCCUPANTS AS ROUNDED

UP. TRAVEL DISTANCE CONTROLS REQ. FOR TWO EXITS (SEE

FLOOR PLAN).

PROVIDE ONE WALL MOUNT FIRE EXTINGUISHER LOCATED PER

PLAN

INCLUDE REQUIRED EXIT SIGNAGE AND EMER. EGRESS

ILLUMINATION (BY ELEC. / DEFERRED SUBMITTAL)

TRAVEL DIST. = 90' > 75' (TWO EXITS REQ'D)

FE

DELEGATED DESIGN / DEFERRED SUBMITTAL REQUIREMENTS

1. THIS PROJECT REQUIRES CERTAIN SUB-CONTRACTORS TO PROVIDE COMPLETE DELEGATED DESIGN

(DESIGN/BUILD) SERVICES. DRAWINGS AND SPECIFICATIONS PREPARED BY DESIGN/BUILD

SUB-CONTRACTORS SHALL BE FULLY COORDINATED WITH OTHER ELEMENTS OF THE WORK AND SHALL BE

PREPARED BY OREGON REGISTERED ENGINEERS, WHEN REQUIRED BY CODE.

2. ALL CODE REQUIRED ENERGY CALCULATIONS SHALL BE PREPARED AND SUBMITTED BY DESIGN/BUILD

SUB-CONTRACTORS, AS REQUIRED BY THE CITY OF EUGENE.

3. REVIEW CONSTRUCTION DOCUMENTS CAREFULLY FOR NOTES REGARDING PROPOSED REQUIREMENTS.

DEVELOP DESIGN WITH OWNER AND ARCHITECT BASED ON DESIRED ELEMENTS AND PRODUCE

DOCUMENTATION FOR APPROVAL. RECEIVE APPROVAL ON PROPOSED DESIGN PRIOR TO PROCEEDING

WITH WORK. ALL WORK TO CONFORM TO APPLICABLE CODES.

4. DESIGN/BUILD SUB-CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR PROCURING ALL NECESSARY

PERMITS PRIOR TO PERFORMING WORK.

5. THE OWNER SHALL PAY FOR PERMITTING AND PLAN REVIEW COSTS.

6. CONTRACTOR PROVIDED DEFERRED SUBMITTALS WILL BE REQUIRED BY LANE COUNTY FOR:

· MECHANICAL, PLUMBING

· ELECTRICAL: LIGHTING / POWER / SIGNAGE / EGRESS SIGNAGE & LIGHTING

A2 SITE ACCESSIBILITY / SHOP BUILDING TOILET MODIFICATIONS

N

PROJECT NORTH

A2

A2

ATTACHMENT B

AutoCAD SHX Text Field

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AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text Field

AutoCAD SHX Text Field

AutoCAD SHX Text Field

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text C

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text

LEE ALLAN KERSH

AutoCAD SHX Text

EUGENE, OREGON

LCPWCSC

Highlight

NOT F

OR C

ONSTRUCTIO

N

Building Layout191983626 2/ 4/19

ONSTRUCTIO

N

Dia= 5/8"

Dia= 3/4"

Dia= 1"

A

B

A

A

B

B

A

C C

C C

F D D D D D D D D

D D D D

Fie ld

E

E

1'- 3 1

/4" 1'-

3 1 /4"

'-5

1/ 2"

(H old

Th is

Di me ns ion

1 42 3

25'-8" 26'-0" 17'-8"4" 4"

ANCHOR BOLT PLAN

1 42 3 25'-8" 26'-0" 17'-8"4" 4"

70'-0" OUT-TO-OUT OF STEEL

A

E

C

'-4

'-4

8" 8"

'-0

O

UT

-T

O-

OU

T O F S

TE

EL

A

E

B

D

9'- 4"

'-0

9'-

4" 8"

8"

2'-0" 10'-0" 2'-0" 10'-0" 2'-0" 2'-0" 10'-0" 2'-0" 10'-0" 2'-0"

4'-0" 4'-0" 3'-0" 4'-0" 3'-0"

3'- 0"

4'- 0"

3'- 0"

X- Br ac ing

X-Bracing

X- Br ac ing

X-Bracing

F1

ONSTRUCTIO

N

E-1 E-2 E-3

E-4 E-5 E-6

P-1(Typ) P-2(Typ) P-3(Typ)

P-4(Typ) P-2(Typ) P-5(Typ)

CB-9 CB-9

CB-9 CB-9

SP-1

SP-2

SI-1

SI-1

SI-1

SI-1

SE-1

SE-1

EC

-1

EC

-2

EC

-3

EC

-4

EC

-5

EC

-6

EC

-7

RF1-3 RF1-3

RF1-1RF1-1

RF1-2

RF1-2

RF1-2

RF1-2

ER-1

ER-2 ER-3

ER-4

(6)

RS

-1

(35

RS

-1

(35

ROOF

SHEETING

PANELS: 24 Gauge ULTRA-DEK Snow White

E

A

C

'-0

'-0

RO

OF

S

UR

FA

CE

'-0

RO

OF

S

UR

FA

CE

'-0

E

A

D

B

'-0

'-0

'-0

1 42 3 25'-8" 26'-0" 17'-8"4" 4"

70'-0" OUT-TO-OUT OF STEEL

ROOF FRAMING PLAN

2'-5 3/4" 2'-5 3/4"

2'-5 3/4"

2'-5 3/4"PURLIN

LAP

ONSTRUCTIO

N

E-1 E-2 E-3

E-4 E-5 E-6

P-1(Typ) P-2(Typ) P-3(Typ)

P-4(Typ) P-2(Typ) P-5(Typ)

CB-9 CB-9

CB-9 CB-9

SP-1

SP-2

SI-1

SI-1

SI-1

SI-1

SE-1

SE-1

EC

-1

EC

-2

EC

-3

EC

-4

EC

-5

EC

-6

EC

-7

RF1-3 RF1-3

RF1-1RF1-1

RF1-2

RF1-2

RF1-2

RF1-2

ER-1

ER-2 ER-3

ER-4

(6)

RS

-1

(35

RS

-1

(35

ROOF

SHEETING

PANELS: 24 Gauge ULTRA-DEK Snow White

E

A

C

'-0

'-0

RO

OF

S

UR

FA

CE

'-0

RO

OF

S

UR

FA

CE

'-0

E

A

D

B

'-0

'-0

'-0

1 42 3 25'-8" 26'-0" 17'-8"4" 4"

70'-0" OUT-TO-OUT OF STEEL

ROOF FRAMING PLAN

2'-5 3/4" 2'-5 3/4"

2'-5 3/4"

2'-5 3/4"PURLIN

LAP

ONSTRUCTIO

N

RF1-3 RF1-3EC-3 EC-4

E-1 E-2 E-3

DJ

-1

DJ

-1

DH-1

DJ

-2

DJ

-2

DH-1

DJ

-2

DJ

-2

DH-1

DJ

-2

DJ

-2

DH-1

CB-6 CB-7

G-9 G-10 G-11 G-10 G-12

1 2 1 2 1 2 1 2

1 42 3 25'-8" 26'-0" 17'-8"4" 4"

70'-0" OUT-TO-OUT OF STEEL

SIDEWALL FRAMING: FRAME LINE A

7'- 6"

6'- 6"

'-0

'-0

'-0

2'-0" 10'-0" 2'-0" 10'-0" 2'-0"

'-0

'-0

2'-0" 10'-0" 2'-0" 10'-0" 2'-0"

SS

F-

SS

F-

SS

F-

SS

F-

SS

F-

SS

F-

SS

F-

SS

F-

SS

F-

(Gutter with 4 downspouts)

1 42 3

SIDEWALL SHEETING & TRIM: FRAME LINE A

PANELS: 26 Gauge PBR - Snow White

CONNECTION PLATES

FRAME LINE A

ID MARK/PART

1 SC587_L

2 SC587_R

ONSTRUCTIO

N

RF1-1 RF1-1EC-7 EC-1

E-4 E-5 E-6

DJ

-4

DJ

-4

DH-3

DS-1

DJ

-4

DJ

-4

DH-3

DS-1 CB-8 CB-8

G-13

G-14

G-15

G-15

G-16

G-161

2'-5 3/4" 2'-5 3/4"

2'-5 3/4"

2'-5 3/4"GIRT

LAPS

4 13 2 17'-8" 26'-0" 25'-8"4" 4"

70'-0" OUT-TO-OUT OF STEEL

SIDEWALL FRAMING: FRAME LINE E

7'- 6"

3'- 0"

3'- 6"

'-0

3'- 8"

6'- 8"

3'- 8"

6'- 8"

3'-0" 4'-0" 3'-0" 4'-0" 4'-0"

SS

B-

SS

B-

SS

B-

SS

B-

(Gutter with 4 downspouts)

4 13 2

SIDEWALL SHEETING & TRIM: FRAME LINE E

PANELS: 26 Gauge PBR - Snow White

CONNECTION PLATES

FRAME LINE E

ID MARK/PART

1 SC-5

ONSTRUCTIO

N

EC-1 EC-2 EC-3

ER-1 ER-2

CB-1

CB-2

G-1

G-1

G-2

G-3

G-3

G-4

FB30.8

FB30.8

FB30.8 FB30.8

FB30.8

FB30.8

1 1

15'-0" 15'-0"

E A

C

30'-0" OUT-TO-OUT OF STEEL

ENDWALL FRAMING: FRAME LINE 1

4"

4"

7'- 6"

3'- 0"

3'- 0"

6"

'-0

ES

L-1 ES

L-2 ES

L-3 ES

L-4 ES

L-5

ES

L-4

ES

L-3

ES

L-2

ES

L-1

4"

4"

E AC

ENDWALL SHEETING & TRIM: FRAME LINE 1

PANELS: 26 Gauge PBR - Snow White

BOLT TABLE

FRAME LINE 1

LOCATION QUAN TYPE DIA LENGTH

ER-1/ER-2 8 A325 5/8" 1 3/4"

Cor_Column/Raf 4 A325 1/2" 1 1/4"

EC-2/ER-2 4 A325 5/8" 1 1/4"

CONNECTION PLATES

FRAME LINE 1

ID MARK/PART

1 SC513

2 SC-5

FLANGE BRACE TABLE

FRAME LINE 1

ID PART LENGTH

FB30.8 L2X2X14G 2'-6 3/4"

ONSTRUCTIO

N

EC-4 EC-5 EC-6 EC-7

ER-3 ER-4

DJ

-3

DJ

-3

DH-2

DJ

-4

DJ

-4

DH-3

DS-1

CB-3 CB-3

CB-4

CB-5

G-5

G-6

G-7

G-8

G-5

G-6

FB30

FB30

FB30 FB30

FB30

FB30

1 1

2 2

10'-0" 10'-0" 10'-0"

A E

B D

30'-0" OUT-TO-OUT OF STEEL

ENDWALL FRAMING: FRAME LINE 4

4"

4"

7'- 6"

5'- 9"

9"

'-0

7'- 0"

4'-4" Field

3'- 8"

6'- 8"

3'-0" 4'-0" 3'-0"

ES

R-

ES

R-

ES

R-

ES

R-

ES

R-

ES

R-

ES

R-

ES

R-

ES

R-

4"

4"

A EB D

ENDWALL SHEETING & TRIM: FRAME LINE 4

PANELS: 26 Gauge PBR - Snow White

BOLT TABLE

FRAME LINE 4

LOCATION QUAN TYPE DIA LENGTH

ER-3/ER-4 8 A325 5/8" 1 3/4"

Columns/Raf 4 A325 1/2" 1 1/4"

CONNECTION PLATES

FRAME LINE 4

ID MARK/PART

1 SC513

2 SC-5

FLANGE BRACE TABLE

FRAME LINE 4

ID PART LENGTH

FB30 L2X2X14G 2'-6"

ONSTRUCTIO

N

4"

4"

SP

-1

SP

-1

SP

-1

BP-1 BP-1

FB30.5A(1)

FB30A(1) FB30A(1)

FB30.5A(1)

FB

.3A (1)

FB

.3A (1)

RF

1-1

RF1-2 RF1-2

RF

1-3

'-6

7/ 8"

CL

EA

RA

NC

E

'-6

7/ 8"

CL

EA

RA

NC

E

'-1

/16

CL

EA

RA

NC

E

11 1/2" 11 1/2"26'-8 1/2"

CLEARANCE +/-

E A

30'-0" OUT-TO-OUT OF STEEL

FRAME CROSS SECTION: FRAME LINE 2 3

8 1/4" 8 1/4"

7'- 6"

3'- 0"

3'- 6"

'-0

7'- 6"

6'- 6"

'-0

3 @ 4'-9 15/16"

1'-4"

15'-9 3/4"

1'-4"

3 @ 4'-9 15/16"

15'-9 3/4"

1'- 0 1

/4"

1'- 0 1

/4"

24 Gauge ULTRA-DEK, Snow White

15'-4 3/4"

4"

7"

15'-4 3/4"

7"

4"

F675-E

STIFFENER TABLE

Stiff Plate Size Mark Width Thick LengthMark

RF1-1 St- 1 2 1/2 1/4" 11" RF1-3 St- 1 2 1/2 1/4" 11"

FLANGE BRACES: BOTH SIDES(UNLESS NOTED)

FBxxA(1): xx=length(in) A - L2X2X14G

salesdrawings___2019_02_12_t151836_199